Dynamic Response of Rock Containing Regular Sawteeth Joints under Various Loading Rates and Angles of Application
Intact rock-like specimens and specimens that include a single planar joint or triangular sawteeth joint at various angles are prepared for split Hopkinson pressure bar (SHPB) testing at loading rates of 303.1–5233.6 GPa/s. Only results that are associated with an error (<i>e<sub>ε</s...
Main Authors: | Pei-Yun Shu, Chen-Yu Lin, Hung-Hui Li, Ta-Wui Cheng, Tzuu-Hsing Ueng, Tai-Tien Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-07-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/10/15/5204 |
Similar Items
-
Effect of Varying Normal Stiffness on Soft Rock Joints under Cyclic Shear Loads
by: S. M. Mahdi Niktabar, et al.
Published: (2023-06-01) -
Effects of dip angle and length of open joints on dynamic properties of materials like rock
by: Kang Yiqiang, et al.
Published: (2022-06-01) -
True triaxial testing of rocks /
by: Li, Xiaochun, 1964-, et al.
Published: (c201) -
Research on Dynamic Response of Anchored Jointed Rock Slope under Traffic Load
by: Run Li*, et al.
Published: (2021-01-01) -
Effect of roughness on the shear behavior of rock joints subjected to impact loading
by: Feili Wang, et al.
Published: (2023-02-01)